Laserfiche WebLink
--M CONSULTMG ENGINEERS, PLC SCHOOL STREET AND JACKSON AVENUE <br />PROJECT N0.226073 E7D TAEULATION INTERSECTION IMPROVEMENTS <br />ELK RIVER. MN <br /> mnTRACrrreMS <br /> <br />ITEM. SPFL RBMRIw,IIiP. Iluign EledviStne. Nash Valley,Inc; ForeSf Lake C Onfraafing, Ina Ihrdr ivq Tnc <br /> QlK <br />ND. NO. OBSCRIPf1pN. S1Nff TOTAL UMT TOTAL LINK TOTAL UNLT TOTAL UNR. 'ryYfAL. UNR T <br /> <br />P9ECE <br />ERLCB <br />YBWE <br />hR[CE <br />PRICE <br />TNC6 <br />PRICE <br />PRICE <br />Y81CE OTAL <br />PH1CE <br /> <br /> $CHEDIILE I.O-STREET <br />13011.501 MOBILIZATION LS LO:~- ! EIOOW 00 EIO WD00 513.850D 513 A50.3] 511 OD EI2 O.Bp SS 500.00 SS SN.00 SIS 9M.g0 SI399a q0 <br />3 3104501 REMOVE CONCREIECURE AND GU]TER. _ __ __. LF 2B4 y '. A.W 5853.00 5341 E96B.14 5349 S8J)56 W.W SI ll6.W 5335 E951M <br />3 210iSOL OBLITERAtB PAVEMENTMARKMGS LP I@E~ $D42 E]E3 <br />24 5005 ET)490 <br /> . I9R SB95 q4 10.50 586100 5043 E]4D46 <br />a 21 W,505 REMOVF.HITIRAMOUS PAVEAlENf 4Y 183'-~ " 55,00 592500 fq.]3 $81505 fg.W E14BRW 5400 <br />S]qO GD <br />d3.4] <br />3691.95 <br />S 11W.505 REMOVE CONCRETE WALK Y 19]]; r~ 1030 Mg8.5D E06B 11340.36 SI,D3 fE W6.31 30is 51483]5 50.54 SI MZ58 <br />6 3109309 REMOVE DRAMAGE STRUCNRE EACH IE ~ 5300.00 53W.M 19]250 fgR50 551500 ESIS.OD SW000 SIW.00 133901 5339.83 <br />] 21 M <br />509 REMOVE SIGN EACH 1:' : <br />II500 #500 131 ]S 531 <br />35 <br />. ___.._ _ __ _., <br />.. ; . 130.90 51090 E30.W $]O,W 53339 53339 <br />8 RIWStI SaW CUYHITUMMW3 PULL pEPTN LP 2Mj{ e 5350 551000 f19d $395]6 19,50 1910A0 E3W 161200 5384 5660.56 <br />9 210451] SAW LLTCONCRETE(MLDEPTHI LF 184ti ;~ 5500 SWW 59,20 5]560 f9& 369A8 55 <br />00 SWOD <br /> <br />h . 54-)2 AD6 <br />10 11M.52] SALVAGE ANDREMSTALl51GN PANEL <br />- EACH <br />_ I <br />F . EIIS.W SHSW SI]R65 5130.63 f@8 ]5 <br />51]8]5 <br />513500 <br />EID W <br />513496 <br />513496 <br />U 2_IDS_535 <br />- fOP501L BORROW LV) <br />~ ~ Cv ]8 3 y SIO W RB0.00 8635 d]35W 53000 EBaD00 535 W b9&10D 51948 <br />554541 <br />I2 30.11,501 gGGREGA3E0ASECLh445 TON 255 S SI5.00 j]8E500 51943 fd 934 <br />65 5493 fl ]6113 51100 <br />_ . 52805.00 51335 5]404.35 <br />I] 22]2.501 MW.BITUA9110US SURFACE 1.5' SY 150 i " 56.00 S9WW SS <br />S 1]8]50 11)35 5198]50 f9 <br />W <br /> <br />~ <br />, . . 51 ]SOW 50.]1 fl ]06.30 <br />14 3350.501 TYPEMV4 WEARCOURSE MIXNRE TON 9R ' <br />% 5110.00 £63]000 58885 55061 <br />45 93380 5534660 EB] <br />W <br /> <br />3 , . . fq 959W SB]IS Eq 96]35 <br />IS 23505W TYPELV]NON_WEARMG CUVRSE MI%NRE <br />- TOH <br />--- SS ~i <br />~ % E103W <br />~ 5561000 $0803 §4886.]$ 59100 SS ODSW SB100 <br />Eq ]85.00 <br />fY1.BS <br />§40M,I5 <br />16_2]0.503 BITUMINOUS MATERIALPOR TACK COnT pqL , <br />29{q a j500 514500 5535 515225 55.W fIIS.W SL66 55]91 55.65 516185 <br />I'i 25033x1 12'RC PIPE SEWER DE$]006iLV LF B~I S Sa625 I)]U <br />W E]B ]3 563000 §1E3W <br />_ . 59BBB0 fIW.W- SWD00 SB0.96 SWL04 <br />IB 3501.603 CONNECT TOIXI3TMG DRAMAGE STRUCIIIF£ E4CH I E1P9.00 S3WW 526250 SE63W f024.W 5634.M SE00W MW.00 SI DN66 S1 tl19.66 <br />I9 250G50E CONSTDRAMAGE ST <br />DESIGN SPECIAL 54'X]6" FACH E9W <br />W f900 <br />W SI ]1250 131 <br />5 <br /> _ <br />. _ ~~ . . 0 <br />5 <br />2 f1 B5600 51859W 52.000.00 E20W.W SI Td]C6 5192].96 <br />20 2506516 CASTMG A$$EMELV R-IB01-E EACH 2 F e f950.W EI SYI000 11155.00 E231DW E1133W S 26600 <br />SIOWW <br />S2 W <br />- O.W EI 18].63 jE 3)5.36 <br />21 350G533 AONST FRAME ANDROID CASTMG STORM EACH 1~~ E35D00 #SOW 51600D 5160.00 5300W ESN.00 E]5W EI5.00 EEr9D9 88909 <br />33 25066@ ADNET TOP SLAB fETORF51 EACH 1~ ~ W00 <br />00 &OO <br />W 5]0150 5 <br /> , . . ]0].50 b61B00 j618.W KOD00 EWO.M SI O'19.66 SI O)966 <br />D 3521501 4"CDN_CREI£SIDEWAL%___.__„ _.__SP 1448 ~ <br />5265 3q 69]10 1256 54]3088 53.58 S4 ]6]g4 53.50 468W 52]0 5498960 <br />JA 25]1501 CONCRETECURB ANO GVtIER B616 LF A <br />269 ~y ~ <br />I12]0 53308 J0 EI3g3 5;61]6] EI205 f) 41 <br />d5 f12C0 532E%00 I <br />36 <br /> . E <br />4 SJ 86281 <br />33 25315]2_ _ PEDESIAIANCURE RAMP TRIINCATEDDOML$) EACH 1 ~ 525RW 5550.00 S41gW b41RW f30GC0 5306W ESP].00 §SWW 52]855 53]855 <br />26 2563601 TRAFFIC CONTROL IS L0~ # OW 525W.W SE OSSI.W E305d.W 53060.00 E3 MOW 525W00 52500W 3215933 j215g 33 <br />29 2564.331 F6:I SIGN PANFLTYPEC ff 3LB C~ $39A0 51096.20 558]5 II OB695 f3P3) SI OhLB9 52]50 _ 110)9.50 EE469 51 125.38 <br />20 2564 <br />602 PAVFlAENI ME3SAGE(IEFTARROWI WfR(ll54) FACN 4 ~ LI500 W60 <br />00 fI15 <br />W W6D00 5 <br />. . . 2585] 51034.12 f251W f1004.OD SII&]6 Eq]5.04 <br />29 3564 <br />6(Q PAVFAffM hff33AGE HRU ARROW WHI 3354 EACH dT4 - S115W H6000 E1150D E4W <br />00 b299 <br />'/ <br />. <br />S <br />S . . <br />1 b1198.93 829100 SI I61W EIIB]6 Sa]504 <br />30 2561.602 PAVEAORfI MSSAGE {RIGHT ARROW WHT(53543 EACN_ 3 5115W R30.OD 511500 IIiW10 HI58.53 f51].C6 R9.W f502W SI IBTI I33]Sq <br />31 2561 <br />bD2 PAVCMENT MP <br />SSAGE ffHRUIRICiHfI WHT(])S4) EACH r <br />: <br />2RB SIBD <br />W f36RW SIB3 <br />8B 5]65]6 $]]I kt <br />. . . . 114366 E)6L00 S]d2W S38A 94 E3]].BB <br />33 25W.E03 4'DOUEL£SOINYELIgW-EPOXY ~ 426~ 11.13 546990 11.15 5459.W ED62 5364 <br />13 <br />mW <br />S255W <br />- <br />33 2561 <br />503 <br />4"901IDYELLOW -EPoXY <br />LF <br />48151 <br />50 <br />56 <br />SE]890 <br />q1 <br />W <br />5388 <br />W <br />5041 , 51.19 f50G91 <br />. . . . b21164 &1.P3 530683 5059 5203]9 <br />N 2561.60) d",m1.Ip YEl1AW HATCN AREAS=FXIXY___ _ __ LF 2321 5190 SIW.W SI SB 59)616 5300 E696.W $293 E6T44 519P <br /> <br />5 $450G8 <br />35 3K4.60I 4"$pI.ID WHITE-EPOXY LF ~3 ~" <br />~. fD.58 E343W 1060 5355 BD (O.W Y36093 E0q) S2WW 50.59 §)49$] <br />]6 3564.603 9"WIQTEW SK@ EPOXY _ _ LF <br />_ _ ISg S"fi <br />~.:, 0.0,32 1114.56 SD32 511156 93,44 <br />E15)R <br />E0.4J <br />515399 <br />I032 <br />111456 <br />3] <br />2564 <br />601 N'SOLID WHf1E ISTOPBAR)-EPO%Y LF 135 [~: 0.525 510%]5 35 <br />55 590895 56 <br />18 <br />. <br />. . . SB3d ]0 jb UO EBIO.W 55.40 5]39.00 <br />IS 2364 <br />618 2'X6'ZEBRACROSSMO WHILE-EPOXY SF ]]4 ~"' S3 <br />W f2 ]0610 5161 52]94 <br />14 5 <br />0 <br />. . . 3 <br />9 5239166 8.W 53333.00 53"2 E2 gN2g <br />I9 35]3505 SRi FENCETTPE: MAC3RNE5LICED LF 200•'{ E2.W HOOW Y1 <br />63 5926 <br />W 51 <br />58 AI600 <br /> _ _. ___ _ _ <br />_ . . . F3,35 563000 5540 81,OBOW <br />Page 1 <br />